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| Hydrodynamic scaling and wave force estimation of offshore structures 期刊论文
ACTA MECHANICA SINICA, 2020, 卷号: 36, 期号: 6, 页码: 1228-1237
Authors: Zhou JF(周济福) ; Chen L(陈灵); Wang X(王旭)
 Adobe PDF(5021Kb) |  Favorite | View/Download：253/60 | Submit date：2020/12/28
Wave force LOADS Viscous effect Diffraction effect Medium-scale structure Numerical wave flume |
| A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
Authors: Zhou MZ; Jeng DS; Qi WG(漆文刚)
Adobe PDF(4470Kb) | Favorite | View/Download：261/77 | Submit date：2020/10/23
Dynamic permeability Excess pore pressure Soil liquefaction Wave-seabed interaction |
| Fission law of solitary waves propagating over sharply variable topography 期刊论文
JOURNAL OF HYDRODYNAMICS, 2020, 卷号: 32, 期号: 4, 页码: 727-734
Authors: Tan DL(檀大林); Zhou JF(周济福); Wang X(王旭)
Adobe PDF(809Kb) | Favorite | View/Download：224/63 | Submit date：2020/10/23
Fission law solitary wave packet wave breaking |
| A LSTM surrogate modelling approach for caisson foundations 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
Authors: Zhang P; Yin ZY; Zheng YY; Gao FP(高福平)
Adobe PDF(3376Kb) | Favorite | View/Download：389/211 | Submit date：2020/06/15
Caisson foundation Failure envelope Smoothed particle hydrodynamics Long short-term memory |
| A constitutive model for granular materials subjected to a large stress range 期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 120, 页码: 13
Authors: Liu L(刘林); Yao YP; Luo T; Zhou AN
 View | Adobe PDF(4451Kb) | Favorite | View/Download：480/128 | Submit date：2020/04/07
Granular materials Constitutive behavior Large stress range Particle crushing High stress Constitutive model |
| Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
Authors: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
View | Adobe PDF(5720Kb) | Favorite | View/Download：566/168 | Submit date：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
| Vector form intrinsic finite-element analysis of static and dynamic behavior of deep-sea flexible pipe 期刊论文
International Journal of Naval Architecture and Ocean Engineering, 2020, 卷号: 12, 页码: 376-386
Authors: Wu H(吴晗); Zeng XH(曾晓辉); Xiao JY; Yu Y; Dai X; Yu JX
Adobe PDF(3857Kb) | Favorite | View/Download：289/137 | Submit date：2021/01/29
Vector form intrinsic finite-element Flexible pipe 3D beam element Spatial configuration Dynamic behavior |
